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You searched for subject:( SHEAR STRENGTH). Showing records 1 – 30 of 818 total matches.

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Addis Ababa University

1. Ayenew, Zewdie. INVESTIGATION INTO SHEAR STRENGTH CHARACTERISTICS OF EXPANSIVE SOIL OF ETHIOPIA .

Degree: 2012, Addis Ababa University

 Considerable research work has been done on the shear strength properties of most soils. However, very little information is available on the shear strength characteristics… (more)

Subjects/Keywords: INVESTIGATION; SHEAR STRENGTH

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Ayenew, Z. (2012). INVESTIGATION INTO SHEAR STRENGTH CHARACTERISTICS OF EXPANSIVE SOIL OF ETHIOPIA . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4091

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Ayenew, Zewdie. “INVESTIGATION INTO SHEAR STRENGTH CHARACTERISTICS OF EXPANSIVE SOIL OF ETHIOPIA .” 2012. Thesis, Addis Ababa University. Accessed April 21, 2021. http://etd.aau.edu.et/dspace/handle/123456789/4091.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Ayenew, Zewdie. “INVESTIGATION INTO SHEAR STRENGTH CHARACTERISTICS OF EXPANSIVE SOIL OF ETHIOPIA .” 2012. Web. 21 Apr 2021.

Vancouver:

Ayenew Z. INVESTIGATION INTO SHEAR STRENGTH CHARACTERISTICS OF EXPANSIVE SOIL OF ETHIOPIA . [Internet] [Thesis]. Addis Ababa University; 2012. [cited 2021 Apr 21]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4091.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Ayenew Z. INVESTIGATION INTO SHEAR STRENGTH CHARACTERISTICS OF EXPANSIVE SOIL OF ETHIOPIA . [Thesis]. Addis Ababa University; 2012. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4091

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

2. 荒尾, 宣昭. Effects of air abrasion with alumina or glass beads on surface characteristics of CAD/CAM composite materials and the bond strength of resin cements : アルミナとガラスビーズによるブラスティングがCAD/CAMコンポジット材料の表面特性とレジンセメントとの接着強さに及ぼす影響.

Degree: 博士(歯学), 2015, Nagasaki University / 長崎大学

 Objective: The study aimed to evaluate effects of air abrasion with alumina or glass beads on bond strengths of resin cements to CAD/CAM composite materials.… (more)

Subjects/Keywords: Composite resins; Cementation; Shear strength

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APA (6th Edition):

荒尾, . (2015). Effects of air abrasion with alumina or glass beads on surface characteristics of CAD/CAM composite materials and the bond strength of resin cements : アルミナとガラスビーズによるブラスティングがCAD/CAMコンポジット材料の表面特性とレジンセメントとの接着強さに及ぼす影響. (Thesis). Nagasaki University / 長崎大学. Retrieved from http://hdl.handle.net/10069/36196

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

荒尾, 宣昭. “Effects of air abrasion with alumina or glass beads on surface characteristics of CAD/CAM composite materials and the bond strength of resin cements : アルミナとガラスビーズによるブラスティングがCAD/CAMコンポジット材料の表面特性とレジンセメントとの接着強さに及ぼす影響.” 2015. Thesis, Nagasaki University / 長崎大学. Accessed April 21, 2021. http://hdl.handle.net/10069/36196.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

荒尾, 宣昭. “Effects of air abrasion with alumina or glass beads on surface characteristics of CAD/CAM composite materials and the bond strength of resin cements : アルミナとガラスビーズによるブラスティングがCAD/CAMコンポジット材料の表面特性とレジンセメントとの接着強さに及ぼす影響.” 2015. Web. 21 Apr 2021.

Vancouver:

荒尾 . Effects of air abrasion with alumina or glass beads on surface characteristics of CAD/CAM composite materials and the bond strength of resin cements : アルミナとガラスビーズによるブラスティングがCAD/CAMコンポジット材料の表面特性とレジンセメントとの接着強さに及ぼす影響. [Internet] [Thesis]. Nagasaki University / 長崎大学; 2015. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/10069/36196.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

荒尾 . Effects of air abrasion with alumina or glass beads on surface characteristics of CAD/CAM composite materials and the bond strength of resin cements : アルミナとガラスビーズによるブラスティングがCAD/CAMコンポジット材料の表面特性とレジンセメントとの接着強さに及ぼす影響. [Thesis]. Nagasaki University / 長崎大学; 2015. Available from: http://hdl.handle.net/10069/36196

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Addis Ababa University

3. EYOB, TEFERI. UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA .

Degree: 2013, Addis Ababa University

 Most of the shear strength tests and studies done in this country particularly in Addis Ababa are using the conventional triaxial machine, which is unable… (more)

Subjects/Keywords: UNSATURATED SHEAR STRENGTH; SILT SOILS

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APA (6th Edition):

EYOB, T. (2013). UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4086

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

EYOB, TEFERI. “UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA .” 2013. Thesis, Addis Ababa University. Accessed April 21, 2021. http://etd.aau.edu.et/dspace/handle/123456789/4086.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

EYOB, TEFERI. “UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA .” 2013. Web. 21 Apr 2021.

Vancouver:

EYOB T. UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2021 Apr 21]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4086.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

EYOB T. UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA . [Thesis]. Addis Ababa University; 2013. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4086

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Addis Ababa University

4. UBA, BANTAYEHU. THE UNSATURATED SHEARSTRENGTH AND SWELLING CHARACTER ISTICS OF EXPANSIVE SOILS OF ARBAMINCH .

Degree: 2012, Addis Ababa University

 In Ethiopia, so many researches were done on characterizing expansive soils of several towns but only a single study, done on Addis Ababa expansive soil,… (more)

Subjects/Keywords: SHEAR STRENGTH; EXPANSIVE SOILS

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APA (6th Edition):

UBA, B. (2012). THE UNSATURATED SHEARSTRENGTH AND SWELLING CHARACTER ISTICS OF EXPANSIVE SOILS OF ARBAMINCH . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4358

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

UBA, BANTAYEHU. “THE UNSATURATED SHEARSTRENGTH AND SWELLING CHARACTER ISTICS OF EXPANSIVE SOILS OF ARBAMINCH .” 2012. Thesis, Addis Ababa University. Accessed April 21, 2021. http://etd.aau.edu.et/dspace/handle/123456789/4358.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

UBA, BANTAYEHU. “THE UNSATURATED SHEARSTRENGTH AND SWELLING CHARACTER ISTICS OF EXPANSIVE SOILS OF ARBAMINCH .” 2012. Web. 21 Apr 2021.

Vancouver:

UBA B. THE UNSATURATED SHEARSTRENGTH AND SWELLING CHARACTER ISTICS OF EXPANSIVE SOILS OF ARBAMINCH . [Internet] [Thesis]. Addis Ababa University; 2012. [cited 2021 Apr 21]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4358.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

UBA B. THE UNSATURATED SHEARSTRENGTH AND SWELLING CHARACTER ISTICS OF EXPANSIVE SOILS OF ARBAMINCH . [Thesis]. Addis Ababa University; 2012. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4358

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Manitoba

5. Klus, Bradley. Composite bond strength of one and two - step adhesive systems used for restorations on primary teeth using varying acid etch application times.

Degree: Preventive Dental Science, 2014, University of Manitoba

 The objective of this study was to determine whether the composite bond strength acquired using a single step self-etching bonding system is as or more… (more)

Subjects/Keywords: Pediatric Dentistry; Shear Bond Strength

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APA (6th Edition):

Klus, B. (2014). Composite bond strength of one and two - step adhesive systems used for restorations on primary teeth using varying acid etch application times. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/23826

Chicago Manual of Style (16th Edition):

Klus, Bradley. “Composite bond strength of one and two - step adhesive systems used for restorations on primary teeth using varying acid etch application times.” 2014. Masters Thesis, University of Manitoba. Accessed April 21, 2021. http://hdl.handle.net/1993/23826.

MLA Handbook (7th Edition):

Klus, Bradley. “Composite bond strength of one and two - step adhesive systems used for restorations on primary teeth using varying acid etch application times.” 2014. Web. 21 Apr 2021.

Vancouver:

Klus B. Composite bond strength of one and two - step adhesive systems used for restorations on primary teeth using varying acid etch application times. [Internet] [Masters thesis]. University of Manitoba; 2014. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/1993/23826.

Council of Science Editors:

Klus B. Composite bond strength of one and two - step adhesive systems used for restorations on primary teeth using varying acid etch application times. [Masters Thesis]. University of Manitoba; 2014. Available from: http://hdl.handle.net/1993/23826


University of Utah

6. Litz, Darren James. Development of the combined loading shear test method and shear strain measurement in the v-notched rail shear test.

Degree: MS, Mechanical Engineering, 2012, University of Utah

 Unique constraints are present when shear properties of orthotropic materials are desired, as they typically cannot be derived from tensile material properties like isotropic materials.… (more)

Subjects/Keywords: composites; extensometer; photoelasticity; shear modulus; shear strength; shear testing

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APA (6th Edition):

Litz, D. J. (2012). Development of the combined loading shear test method and shear strain measurement in the v-notched rail shear test. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/1924/rec/720

Chicago Manual of Style (16th Edition):

Litz, Darren James. “Development of the combined loading shear test method and shear strain measurement in the v-notched rail shear test.” 2012. Masters Thesis, University of Utah. Accessed April 21, 2021. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/1924/rec/720.

MLA Handbook (7th Edition):

Litz, Darren James. “Development of the combined loading shear test method and shear strain measurement in the v-notched rail shear test.” 2012. Web. 21 Apr 2021.

Vancouver:

Litz DJ. Development of the combined loading shear test method and shear strain measurement in the v-notched rail shear test. [Internet] [Masters thesis]. University of Utah; 2012. [cited 2021 Apr 21]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/1924/rec/720.

Council of Science Editors:

Litz DJ. Development of the combined loading shear test method and shear strain measurement in the v-notched rail shear test. [Masters Thesis]. University of Utah; 2012. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/1924/rec/720

7. Rabalais, Christopher Paul. Analysis of Bolt and Rivet Structural Fasteners Subjected to Dynamic and Quasi-Static Shear Loadings.

Degree: MS, Civil Engineering, 2015, Texas A&M University

 Non-pretensioned bolted, pretensioned bolted, and riveted lap-spliced specimens were tested to observe how the fasteners’ shear strengths were affected by (1) loading type, (2) fastener… (more)

Subjects/Keywords: Bolts; Rivets; Shear Strength; Dynamic Strength; Quasi-Static Strength

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APA (6th Edition):

Rabalais, C. P. (2015). Analysis of Bolt and Rivet Structural Fasteners Subjected to Dynamic and Quasi-Static Shear Loadings. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155212

Chicago Manual of Style (16th Edition):

Rabalais, Christopher Paul. “Analysis of Bolt and Rivet Structural Fasteners Subjected to Dynamic and Quasi-Static Shear Loadings.” 2015. Masters Thesis, Texas A&M University. Accessed April 21, 2021. http://hdl.handle.net/1969.1/155212.

MLA Handbook (7th Edition):

Rabalais, Christopher Paul. “Analysis of Bolt and Rivet Structural Fasteners Subjected to Dynamic and Quasi-Static Shear Loadings.” 2015. Web. 21 Apr 2021.

Vancouver:

Rabalais CP. Analysis of Bolt and Rivet Structural Fasteners Subjected to Dynamic and Quasi-Static Shear Loadings. [Internet] [Masters thesis]. Texas A&M University; 2015. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/1969.1/155212.

Council of Science Editors:

Rabalais CP. Analysis of Bolt and Rivet Structural Fasteners Subjected to Dynamic and Quasi-Static Shear Loadings. [Masters Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155212


NSYSU

8. Lee, Wen-Hua. Application of Silver and Copper Nanoparticles in Cu-to-Cu Bonding.

Degree: Master, Chemistry, 2013, NSYSU

 Low-temperature Cu-to-Cu bonding by sintering of metal nanoparticles is a promising lead-free bonding technique used in the electronic packaging industry.The novelty of this study is… (more)

Subjects/Keywords: shear strength; nanoparticles; silver; copper; metal paste

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APA (6th Edition):

Lee, W. (2013). Application of Silver and Copper Nanoparticles in Cu-to-Cu Bonding. (Thesis). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0624113-100941

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Lee, Wen-Hua. “Application of Silver and Copper Nanoparticles in Cu-to-Cu Bonding.” 2013. Thesis, NSYSU. Accessed April 21, 2021. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0624113-100941.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Lee, Wen-Hua. “Application of Silver and Copper Nanoparticles in Cu-to-Cu Bonding.” 2013. Web. 21 Apr 2021.

Vancouver:

Lee W. Application of Silver and Copper Nanoparticles in Cu-to-Cu Bonding. [Internet] [Thesis]. NSYSU; 2013. [cited 2021 Apr 21]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0624113-100941.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Lee W. Application of Silver and Copper Nanoparticles in Cu-to-Cu Bonding. [Thesis]. NSYSU; 2013. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0624113-100941

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Alberta

9. Taslagyan, Karen. The Shear Strength of Granular Soils under the Influence of Vibration.

Degree: PhD, Department of Civil and Environmental Engineering, 2014, University of Alberta

 For some geotechnical design projects where soils are exposed to vibration, it becomes necessary to evaluate the strength and deformation characteristics of the soil under… (more)

Subjects/Keywords: Granular; Soil; Fluidization; Vibration; Strength; Shear

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APA (6th Edition):

Taslagyan, K. (2014). The Shear Strength of Granular Soils under the Influence of Vibration. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/6q182m793

Chicago Manual of Style (16th Edition):

Taslagyan, Karen. “The Shear Strength of Granular Soils under the Influence of Vibration.” 2014. Doctoral Dissertation, University of Alberta. Accessed April 21, 2021. https://era.library.ualberta.ca/files/6q182m793.

MLA Handbook (7th Edition):

Taslagyan, Karen. “The Shear Strength of Granular Soils under the Influence of Vibration.” 2014. Web. 21 Apr 2021.

Vancouver:

Taslagyan K. The Shear Strength of Granular Soils under the Influence of Vibration. [Internet] [Doctoral dissertation]. University of Alberta; 2014. [cited 2021 Apr 21]. Available from: https://era.library.ualberta.ca/files/6q182m793.

Council of Science Editors:

Taslagyan K. The Shear Strength of Granular Soils under the Influence of Vibration. [Doctoral Dissertation]. University of Alberta; 2014. Available from: https://era.library.ualberta.ca/files/6q182m793

10. Khadge, N H. Shear strength and physical properties of various deep sea sediments from the central indian basin; -.

Degree: oceanography, 1998, Goa University

None

References p.127 - 139

Advisors/Committee Members: Nair, R R.

Subjects/Keywords: physical; Shear; strength

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APA (6th Edition):

Khadge, N. H. (1998). Shear strength and physical properties of various deep sea sediments from the central indian basin; -. (Thesis). Goa University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/31878

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Khadge, N H. “Shear strength and physical properties of various deep sea sediments from the central indian basin; -.” 1998. Thesis, Goa University. Accessed April 21, 2021. http://shodhganga.inflibnet.ac.in/handle/10603/31878.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Khadge, N H. “Shear strength and physical properties of various deep sea sediments from the central indian basin; -.” 1998. Web. 21 Apr 2021.

Vancouver:

Khadge NH. Shear strength and physical properties of various deep sea sediments from the central indian basin; -. [Internet] [Thesis]. Goa University; 1998. [cited 2021 Apr 21]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/31878.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Khadge NH. Shear strength and physical properties of various deep sea sediments from the central indian basin; -. [Thesis]. Goa University; 1998. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/31878

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Penn State University

11. Wang, Chu. PREDICTION OF CONSOLIDATION TIMES FOR SHEAR STRENGTH TESTING OF GEOSYNTHETIC CLAY LINERS USING CS2 MODEL.

Degree: 2016, Penn State University

 The objectives of this study were to investigate the consolidation behavior and predict consolidation times for shear strength testing of geosynthetic clay liners (GCLs). These… (more)

Subjects/Keywords: Geosynthetic clay liner; consolidation; shear strength testing

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APA (6th Edition):

Wang, C. (2016). PREDICTION OF CONSOLIDATION TIMES FOR SHEAR STRENGTH TESTING OF GEOSYNTHETIC CLAY LINERS USING CS2 MODEL. (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/13417ckw5189

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Wang, Chu. “PREDICTION OF CONSOLIDATION TIMES FOR SHEAR STRENGTH TESTING OF GEOSYNTHETIC CLAY LINERS USING CS2 MODEL.” 2016. Thesis, Penn State University. Accessed April 21, 2021. https://submit-etda.libraries.psu.edu/catalog/13417ckw5189.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Wang, Chu. “PREDICTION OF CONSOLIDATION TIMES FOR SHEAR STRENGTH TESTING OF GEOSYNTHETIC CLAY LINERS USING CS2 MODEL.” 2016. Web. 21 Apr 2021.

Vancouver:

Wang C. PREDICTION OF CONSOLIDATION TIMES FOR SHEAR STRENGTH TESTING OF GEOSYNTHETIC CLAY LINERS USING CS2 MODEL. [Internet] [Thesis]. Penn State University; 2016. [cited 2021 Apr 21]. Available from: https://submit-etda.libraries.psu.edu/catalog/13417ckw5189.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Wang C. PREDICTION OF CONSOLIDATION TIMES FOR SHEAR STRENGTH TESTING OF GEOSYNTHETIC CLAY LINERS USING CS2 MODEL. [Thesis]. Penn State University; 2016. Available from: https://submit-etda.libraries.psu.edu/catalog/13417ckw5189

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Stellenbosch University

12. Mensah, Kenneth Kwesi. Reliability assessment of structural concrete with special reference to shear resistance.

Degree: MScEng, Civil Engineering, 2012, Stellenbosch University

 ENGLISH ABSTRACT: Structural design standards based on the principles of structural reliability are gaining worldwide acceptance and are fast becoming the new basis of structural… (more)

Subjects/Keywords: Civil engineering; Shear (Mechanics); Strength of materials

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APA (6th Edition):

Mensah, K. K. (2012). Reliability assessment of structural concrete with special reference to shear resistance. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/19967

Chicago Manual of Style (16th Edition):

Mensah, Kenneth Kwesi. “Reliability assessment of structural concrete with special reference to shear resistance.” 2012. Masters Thesis, Stellenbosch University. Accessed April 21, 2021. http://hdl.handle.net/10019.1/19967.

MLA Handbook (7th Edition):

Mensah, Kenneth Kwesi. “Reliability assessment of structural concrete with special reference to shear resistance.” 2012. Web. 21 Apr 2021.

Vancouver:

Mensah KK. Reliability assessment of structural concrete with special reference to shear resistance. [Internet] [Masters thesis]. Stellenbosch University; 2012. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/10019.1/19967.

Council of Science Editors:

Mensah KK. Reliability assessment of structural concrete with special reference to shear resistance. [Masters Thesis]. Stellenbosch University; 2012. Available from: http://hdl.handle.net/10019.1/19967


Addis Ababa University

13. Genet, Kassahun. SHEAR STRENGTH CHARACTERISTICS OF SOILS IN ADAMA TOWN .

Degree: 2013, Addis Ababa University

 Adama is one of the most developing towns in Ethiopia as a conference and a tourist resort center. A lot of construction work is constructed… (more)

Subjects/Keywords: SHEAR STRENGTH; SOILS IN ADAMA TOWN

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Genet, K. (2013). SHEAR STRENGTH CHARACTERISTICS OF SOILS IN ADAMA TOWN . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/5626

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Genet, Kassahun. “SHEAR STRENGTH CHARACTERISTICS OF SOILS IN ADAMA TOWN .” 2013. Thesis, Addis Ababa University. Accessed April 21, 2021. http://etd.aau.edu.et/dspace/handle/123456789/5626.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Genet, Kassahun. “SHEAR STRENGTH CHARACTERISTICS OF SOILS IN ADAMA TOWN .” 2013. Web. 21 Apr 2021.

Vancouver:

Genet K. SHEAR STRENGTH CHARACTERISTICS OF SOILS IN ADAMA TOWN . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2021 Apr 21]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5626.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Genet K. SHEAR STRENGTH CHARACTERISTICS OF SOILS IN ADAMA TOWN . [Thesis]. Addis Ababa University; 2013. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5626

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Wollongong

14. Premadasa, Wuditha N. The influence of infill saturation on the shear strength of soil-infilled rock joints.

Degree: PhD, 2013, University of Wollongong

  Discontinuities such as fault planes, joints and bedding planes in a rock mass may be filled with different types of fine-grained material that are… (more)

Subjects/Keywords: Rock joints; shear strength; unsaturated soil

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APA (6th Edition):

Premadasa, W. N. (2013). The influence of infill saturation on the shear strength of soil-infilled rock joints. (Doctoral Dissertation). University of Wollongong. Retrieved from ; https://ro.uow.edu.au/theses/3889

Chicago Manual of Style (16th Edition):

Premadasa, Wuditha N. “The influence of infill saturation on the shear strength of soil-infilled rock joints.” 2013. Doctoral Dissertation, University of Wollongong. Accessed April 21, 2021. ; https://ro.uow.edu.au/theses/3889.

MLA Handbook (7th Edition):

Premadasa, Wuditha N. “The influence of infill saturation on the shear strength of soil-infilled rock joints.” 2013. Web. 21 Apr 2021.

Vancouver:

Premadasa WN. The influence of infill saturation on the shear strength of soil-infilled rock joints. [Internet] [Doctoral dissertation]. University of Wollongong; 2013. [cited 2021 Apr 21]. Available from: ; https://ro.uow.edu.au/theses/3889.

Council of Science Editors:

Premadasa WN. The influence of infill saturation on the shear strength of soil-infilled rock joints. [Doctoral Dissertation]. University of Wollongong; 2013. Available from: ; https://ro.uow.edu.au/theses/3889


University of Manitoba

15. Phan, Xiem. Effect of tooth bleaching on the shear bond strength of a fluoride-releasing sealant.

Degree: Preventive Dental Science, 2011, University of Manitoba

 Objective: To evaluate the effect of an in-office plus at-home bleaching protocol on shear bond strength of orthodontic buttons when using a fluoride-releasing sealant. Methods… (more)

Subjects/Keywords: Sealants; Tooth Bleaching; Shear Bond Strength

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APA (6th Edition):

Phan, X. (2011). Effect of tooth bleaching on the shear bond strength of a fluoride-releasing sealant. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/4913

Chicago Manual of Style (16th Edition):

Phan, Xiem. “Effect of tooth bleaching on the shear bond strength of a fluoride-releasing sealant.” 2011. Masters Thesis, University of Manitoba. Accessed April 21, 2021. http://hdl.handle.net/1993/4913.

MLA Handbook (7th Edition):

Phan, Xiem. “Effect of tooth bleaching on the shear bond strength of a fluoride-releasing sealant.” 2011. Web. 21 Apr 2021.

Vancouver:

Phan X. Effect of tooth bleaching on the shear bond strength of a fluoride-releasing sealant. [Internet] [Masters thesis]. University of Manitoba; 2011. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/1993/4913.

Council of Science Editors:

Phan X. Effect of tooth bleaching on the shear bond strength of a fluoride-releasing sealant. [Masters Thesis]. University of Manitoba; 2011. Available from: http://hdl.handle.net/1993/4913


Florida Atlantic University

16. Martins, Caique. Coupled Effect of Geosynthetics and Randomly Distributed Fibers on the Stability of Reinforced Slopes.

Degree: MS, 2019, Florida Atlantic University

Summary: The coupled effect of using geosynthetic reinforcement and randomly distributed fibers on the stability of slopes was evaluated using finite element modeling and limit… (more)

Subjects/Keywords: Geosynthetics; Slope stability; Shear strength of soils

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Martins, C. (2019). Coupled Effect of Geosynthetics and Randomly Distributed Fibers on the Stability of Reinforced Slopes. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fau/fd/FA00013236

Chicago Manual of Style (16th Edition):

Martins, Caique. “Coupled Effect of Geosynthetics and Randomly Distributed Fibers on the Stability of Reinforced Slopes.” 2019. Masters Thesis, Florida Atlantic University. Accessed April 21, 2021. http://purl.flvc.org/fau/fd/FA00013236.

MLA Handbook (7th Edition):

Martins, Caique. “Coupled Effect of Geosynthetics and Randomly Distributed Fibers on the Stability of Reinforced Slopes.” 2019. Web. 21 Apr 2021.

Vancouver:

Martins C. Coupled Effect of Geosynthetics and Randomly Distributed Fibers on the Stability of Reinforced Slopes. [Internet] [Masters thesis]. Florida Atlantic University; 2019. [cited 2021 Apr 21]. Available from: http://purl.flvc.org/fau/fd/FA00013236.

Council of Science Editors:

Martins C. Coupled Effect of Geosynthetics and Randomly Distributed Fibers on the Stability of Reinforced Slopes. [Masters Thesis]. Florida Atlantic University; 2019. Available from: http://purl.flvc.org/fau/fd/FA00013236

17. Saracoglu, Erhan. Finite-Element Simulations of the Influence of Cracks on the Strength of Glulam Beams.

Degree: 2011, , School of Engineering

  The importance of the number, size and location of cracks and how these conditions influence the mechanical properties of glulam beams have been investigated… (more)

Subjects/Keywords: Crack; FEM; Glulam beams; Shear strength

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APA (6th Edition):

Saracoglu, E. (2011). Finite-Element Simulations of the Influence of Cracks on the Strength of Glulam Beams. (Thesis). , School of Engineering. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:bth-3156

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Saracoglu, Erhan. “Finite-Element Simulations of the Influence of Cracks on the Strength of Glulam Beams.” 2011. Thesis, , School of Engineering. Accessed April 21, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:bth-3156.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Saracoglu, Erhan. “Finite-Element Simulations of the Influence of Cracks on the Strength of Glulam Beams.” 2011. Web. 21 Apr 2021.

Vancouver:

Saracoglu E. Finite-Element Simulations of the Influence of Cracks on the Strength of Glulam Beams. [Internet] [Thesis]. , School of Engineering; 2011. [cited 2021 Apr 21]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:bth-3156.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Saracoglu E. Finite-Element Simulations of the Influence of Cracks on the Strength of Glulam Beams. [Thesis]. , School of Engineering; 2011. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:bth-3156

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Delft University of Technology

18. Vithalkar, Arjun (author). Analytical study on shear behavior of composite concrete slab.

Degree: 2018, Delft University of Technology

 Concrete is used significantly in many structures since, the last few centuries. The need to maximize the concrete strength and utilize it's complete potential is… (more)

Subjects/Keywords: Shear Strength; Interface; composite structure; Analytical approach

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APA (6th Edition):

Vithalkar, A. (. (2018). Analytical study on shear behavior of composite concrete slab. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:79ab8a18-b347-420f-a8bd-9f00fef662a7

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Vithalkar, Arjun (author). “Analytical study on shear behavior of composite concrete slab.” 2018. Thesis, Delft University of Technology. Accessed April 21, 2021. http://resolver.tudelft.nl/uuid:79ab8a18-b347-420f-a8bd-9f00fef662a7.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Vithalkar, Arjun (author). “Analytical study on shear behavior of composite concrete slab.” 2018. Web. 21 Apr 2021.

Vancouver:

Vithalkar A(. Analytical study on shear behavior of composite concrete slab. [Internet] [Thesis]. Delft University of Technology; 2018. [cited 2021 Apr 21]. Available from: http://resolver.tudelft.nl/uuid:79ab8a18-b347-420f-a8bd-9f00fef662a7.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Vithalkar A(. Analytical study on shear behavior of composite concrete slab. [Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:79ab8a18-b347-420f-a8bd-9f00fef662a7

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Illinois – Urbana-Champaign

19. Boler, Huseyin. On the shear strength of polyurethane coated railroad ballast.

Degree: MS, 0106, 2012, University of Illinois – Urbana-Champaign

 Unbound nature of railroad ballast aggregates causes abrasion and degrada- tion predicaments due to heavy train axle loads. Polyurethane reinforcement of ballast layer is a… (more)

Subjects/Keywords: Railroad Ballast; Shear Strength; Polyurethane Reinforcement

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APA (6th Edition):

Boler, H. (2012). On the shear strength of polyurethane coated railroad ballast. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/30885

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Boler, Huseyin. “On the shear strength of polyurethane coated railroad ballast.” 2012. Thesis, University of Illinois – Urbana-Champaign. Accessed April 21, 2021. http://hdl.handle.net/2142/30885.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Boler, Huseyin. “On the shear strength of polyurethane coated railroad ballast.” 2012. Web. 21 Apr 2021.

Vancouver:

Boler H. On the shear strength of polyurethane coated railroad ballast. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2012. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/2142/30885.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Boler H. On the shear strength of polyurethane coated railroad ballast. [Thesis]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/30885

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Colorado State University

20. Badanagki, Mahir. Shear strength and stiffness of a Sahara sand from Libya.

Degree: MS(M.S.), Civil and Environmental Engineering, 2011, Colorado State University

 Modern geotechnical analyses rely upon a rigorous characterization of the dilatancy, critical state and stiffness parameters of geomaterials. In order to generate a fundamental database… (more)

Subjects/Keywords: Tripoli; Libya; sand; shear strength; stiffness; Sahara

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APA (6th Edition):

Badanagki, M. (2011). Shear strength and stiffness of a Sahara sand from Libya. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/48192

Chicago Manual of Style (16th Edition):

Badanagki, Mahir. “Shear strength and stiffness of a Sahara sand from Libya.” 2011. Masters Thesis, Colorado State University. Accessed April 21, 2021. http://hdl.handle.net/10217/48192.

MLA Handbook (7th Edition):

Badanagki, Mahir. “Shear strength and stiffness of a Sahara sand from Libya.” 2011. Web. 21 Apr 2021.

Vancouver:

Badanagki M. Shear strength and stiffness of a Sahara sand from Libya. [Internet] [Masters thesis]. Colorado State University; 2011. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/10217/48192.

Council of Science Editors:

Badanagki M. Shear strength and stiffness of a Sahara sand from Libya. [Masters Thesis]. Colorado State University; 2011. Available from: http://hdl.handle.net/10217/48192


Virginia Tech

21. Alvarez, Gloria Amelia. Evaluation of the Ability of Adhesives to Substitute Nails in Wooden Block Pallets.

Degree: MS, Forest Products, 2019, Virginia Tech

 The most common fastening technique that is used to connect the components of wooden pallets together are helically or annularly threaded pallet nails. Pallet nails… (more)

Subjects/Keywords: adhesives; wood pallet; connection; tension; shear; strength

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Alvarez, G. A. (2019). Evaluation of the Ability of Adhesives to Substitute Nails in Wooden Block Pallets. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/99422

Chicago Manual of Style (16th Edition):

Alvarez, Gloria Amelia. “Evaluation of the Ability of Adhesives to Substitute Nails in Wooden Block Pallets.” 2019. Masters Thesis, Virginia Tech. Accessed April 21, 2021. http://hdl.handle.net/10919/99422.

MLA Handbook (7th Edition):

Alvarez, Gloria Amelia. “Evaluation of the Ability of Adhesives to Substitute Nails in Wooden Block Pallets.” 2019. Web. 21 Apr 2021.

Vancouver:

Alvarez GA. Evaluation of the Ability of Adhesives to Substitute Nails in Wooden Block Pallets. [Internet] [Masters thesis]. Virginia Tech; 2019. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/10919/99422.

Council of Science Editors:

Alvarez GA. Evaluation of the Ability of Adhesives to Substitute Nails in Wooden Block Pallets. [Masters Thesis]. Virginia Tech; 2019. Available from: http://hdl.handle.net/10919/99422


University of Texas – Austin

22. Arrieta Martinez, Gloriana. Effects of alkali-silica reaction on the shear behavior of reinforced concrete beams without transverse reinforcement.

Degree: PhD, Civil Engineering, 2016, University of Texas – Austin

 Alkali-silica reaction, or ASR, is a common deterioration mechanism that subjects concrete to internal expansive stresses. Previous research on the structural effects of ASR has… (more)

Subjects/Keywords: Reinforced concrete; Shear strength; Alkali-silica reaction

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APA (6th Edition):

Arrieta Martinez, G. (2016). Effects of alkali-silica reaction on the shear behavior of reinforced concrete beams without transverse reinforcement. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://dx.doi.org/10.26153/tsw/3105

Chicago Manual of Style (16th Edition):

Arrieta Martinez, Gloriana. “Effects of alkali-silica reaction on the shear behavior of reinforced concrete beams without transverse reinforcement.” 2016. Doctoral Dissertation, University of Texas – Austin. Accessed April 21, 2021. http://dx.doi.org/10.26153/tsw/3105.

MLA Handbook (7th Edition):

Arrieta Martinez, Gloriana. “Effects of alkali-silica reaction on the shear behavior of reinforced concrete beams without transverse reinforcement.” 2016. Web. 21 Apr 2021.

Vancouver:

Arrieta Martinez G. Effects of alkali-silica reaction on the shear behavior of reinforced concrete beams without transverse reinforcement. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2016. [cited 2021 Apr 21]. Available from: http://dx.doi.org/10.26153/tsw/3105.

Council of Science Editors:

Arrieta Martinez G. Effects of alkali-silica reaction on the shear behavior of reinforced concrete beams without transverse reinforcement. [Doctoral Dissertation]. University of Texas – Austin; 2016. Available from: http://dx.doi.org/10.26153/tsw/3105


Virginia Tech

23. Al Rufaydah, Abdullah Saeed. Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders.

Degree: MS, Civil Engineering, 2021, Virginia Tech

 Many bridges in the United States were built using longitudinal members, called girders, made of prestressed concrete. In prestressed concrete, because concrete cannot resist high… (more)

Subjects/Keywords: Corrosion Damage; Shear strength; Prestressed concrete girders; Bridges; Forensic engineering; Residual shear strength

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APA (6th Edition):

Al Rufaydah, A. S. (2021). Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/101848

Chicago Manual of Style (16th Edition):

Al Rufaydah, Abdullah Saeed. “Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders.” 2021. Masters Thesis, Virginia Tech. Accessed April 21, 2021. http://hdl.handle.net/10919/101848.

MLA Handbook (7th Edition):

Al Rufaydah, Abdullah Saeed. “Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders.” 2021. Web. 21 Apr 2021.

Vancouver:

Al Rufaydah AS. Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders. [Internet] [Masters thesis]. Virginia Tech; 2021. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/10919/101848.

Council of Science Editors:

Al Rufaydah AS. Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders. [Masters Thesis]. Virginia Tech; 2021. Available from: http://hdl.handle.net/10919/101848


University of Wollongong

24. Li, Xuwei. Study of cable bolt shear strength characteristics for ground reinforcement in mines.

Degree: PhD, 2016, University of Wollongong

  Bolting is currently the most commonly accepted rock reinforcing method of dealing with rock strata instability in both surface and underground mines as well… (more)

Subjects/Keywords: cable bolt; shear strength characteristics; double shear test

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APA (6th Edition):

Li, X. (2016). Study of cable bolt shear strength characteristics for ground reinforcement in mines. (Doctoral Dissertation). University of Wollongong. Retrieved from 091405 Mining Engineering ; https://ro.uow.edu.au/theses/4792

Chicago Manual of Style (16th Edition):

Li, Xuwei. “Study of cable bolt shear strength characteristics for ground reinforcement in mines.” 2016. Doctoral Dissertation, University of Wollongong. Accessed April 21, 2021. 091405 Mining Engineering ; https://ro.uow.edu.au/theses/4792.

MLA Handbook (7th Edition):

Li, Xuwei. “Study of cable bolt shear strength characteristics for ground reinforcement in mines.” 2016. Web. 21 Apr 2021.

Vancouver:

Li X. Study of cable bolt shear strength characteristics for ground reinforcement in mines. [Internet] [Doctoral dissertation]. University of Wollongong; 2016. [cited 2021 Apr 21]. Available from: 091405 Mining Engineering ; https://ro.uow.edu.au/theses/4792.

Council of Science Editors:

Li X. Study of cable bolt shear strength characteristics for ground reinforcement in mines. [Doctoral Dissertation]. University of Wollongong; 2016. Available from: 091405 Mining Engineering ; https://ro.uow.edu.au/theses/4792


University of North Texas

25. Li, Chao. Nominal Shear Strength of Cold-formed Steel Shear Walls Using Osb Sheathing.

Degree: 2012, University of North Texas

 In the cold-formed steel construction, the oriented strand board is a common material for shear wall sheathing. an OSB is made by using wood chips… (more)

Subjects/Keywords: Cold-formed steel shear wall; oriented strand board; nominal shear strength

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APA (6th Edition):

Li, C. (2012). Nominal Shear Strength of Cold-formed Steel Shear Walls Using Osb Sheathing. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc115111/

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Li, Chao. “Nominal Shear Strength of Cold-formed Steel Shear Walls Using Osb Sheathing.” 2012. Thesis, University of North Texas. Accessed April 21, 2021. https://digital.library.unt.edu/ark:/67531/metadc115111/.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Li, Chao. “Nominal Shear Strength of Cold-formed Steel Shear Walls Using Osb Sheathing.” 2012. Web. 21 Apr 2021.

Vancouver:

Li C. Nominal Shear Strength of Cold-formed Steel Shear Walls Using Osb Sheathing. [Internet] [Thesis]. University of North Texas; 2012. [cited 2021 Apr 21]. Available from: https://digital.library.unt.edu/ark:/67531/metadc115111/.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Li C. Nominal Shear Strength of Cold-formed Steel Shear Walls Using Osb Sheathing. [Thesis]. University of North Texas; 2012. Available from: https://digital.library.unt.edu/ark:/67531/metadc115111/

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

26. Tiwari, Prasoon. Analysis of controlling parameters for shear behavior of rock joints with FLAC3D.

Degree: 2014, University of Nevada – Reno

 The research investigation is conducted to perform an analysis of sensitivity of parameters affecting the strength of joints in rock mass. Friction angle, normal stiffness,… (more)

Subjects/Keywords: Direct shear test; FLAC3D; Shear strength of rock joints

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APA (6th Edition):

Tiwari, P. (2014). Analysis of controlling parameters for shear behavior of rock joints with FLAC3D. (Thesis). University of Nevada – Reno. Retrieved from http://hdl.handle.net/11714/2414

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Tiwari, Prasoon. “Analysis of controlling parameters for shear behavior of rock joints with FLAC3D.” 2014. Thesis, University of Nevada – Reno. Accessed April 21, 2021. http://hdl.handle.net/11714/2414.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Tiwari, Prasoon. “Analysis of controlling parameters for shear behavior of rock joints with FLAC3D.” 2014. Web. 21 Apr 2021.

Vancouver:

Tiwari P. Analysis of controlling parameters for shear behavior of rock joints with FLAC3D. [Internet] [Thesis]. University of Nevada – Reno; 2014. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/11714/2414.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Tiwari P. Analysis of controlling parameters for shear behavior of rock joints with FLAC3D. [Thesis]. University of Nevada – Reno; 2014. Available from: http://hdl.handle.net/11714/2414

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Cal Poly

27. Xu, Yingyi. Residual Strength of Franciscan-Derived Clay.

Degree: MS, Civil and Environmental Engineering, 2020, Cal Poly

  In February of 2017 after a period of heavy rainfall, a slope destabilized behind Fremont Hall on the campus of Cal Poly San Luis… (more)

Subjects/Keywords: residual strength; torsional ring shear; direct shear reversal; Geotechnical Engineering

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Xu, Y. (2020). Residual Strength of Franciscan-Derived Clay. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/2128 ; 10.15368/theses.2020.19

Chicago Manual of Style (16th Edition):

Xu, Yingyi. “Residual Strength of Franciscan-Derived Clay.” 2020. Masters Thesis, Cal Poly. Accessed April 21, 2021. https://digitalcommons.calpoly.edu/theses/2128 ; 10.15368/theses.2020.19.

MLA Handbook (7th Edition):

Xu, Yingyi. “Residual Strength of Franciscan-Derived Clay.” 2020. Web. 21 Apr 2021.

Vancouver:

Xu Y. Residual Strength of Franciscan-Derived Clay. [Internet] [Masters thesis]. Cal Poly; 2020. [cited 2021 Apr 21]. Available from: https://digitalcommons.calpoly.edu/theses/2128 ; 10.15368/theses.2020.19.

Council of Science Editors:

Xu Y. Residual Strength of Franciscan-Derived Clay. [Masters Thesis]. Cal Poly; 2020. Available from: https://digitalcommons.calpoly.edu/theses/2128 ; 10.15368/theses.2020.19


University of New Orleans

28. Boppudi, Srimanth. Further Investigation of a New Traction Stress Based Shear Strength Characterization Method with Test Data.

Degree: MS, Naval Architecture and Marine Engineering, 2014, University of New Orleans

  In this thesis, a new traction stress based method for characterizing shear strength is investigated by carrying out a series of shear strength tests.… (more)

Subjects/Keywords: shear strength; AWS; traction stress; transverse shear; longitudinal shear; multi-pass welds.

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Boppudi, S. (2014). Further Investigation of a New Traction Stress Based Shear Strength Characterization Method with Test Data. (Thesis). University of New Orleans. Retrieved from https://scholarworks.uno.edu/td/1847

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Boppudi, Srimanth. “Further Investigation of a New Traction Stress Based Shear Strength Characterization Method with Test Data.” 2014. Thesis, University of New Orleans. Accessed April 21, 2021. https://scholarworks.uno.edu/td/1847.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Boppudi, Srimanth. “Further Investigation of a New Traction Stress Based Shear Strength Characterization Method with Test Data.” 2014. Web. 21 Apr 2021.

Vancouver:

Boppudi S. Further Investigation of a New Traction Stress Based Shear Strength Characterization Method with Test Data. [Internet] [Thesis]. University of New Orleans; 2014. [cited 2021 Apr 21]. Available from: https://scholarworks.uno.edu/td/1847.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Boppudi S. Further Investigation of a New Traction Stress Based Shear Strength Characterization Method with Test Data. [Thesis]. University of New Orleans; 2014. Available from: https://scholarworks.uno.edu/td/1847

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Texas – Austin

29. Dassow, Nicholas Alan. Effect of uniform load on the shear strength of slender beams without shear reinforcement.

Degree: MSin Engineering, Civil Engineering, 2014, University of Texas – Austin

 Previous studies have shown that a uniform distribution of load may increase the shear strength of a slender member by as much as 40 percent… (more)

Subjects/Keywords: Uniform load; Reinforced concrete; Shear strength; Shear tests; Shear reinforcement; Slender beam

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Dassow, N. A. (2014). Effect of uniform load on the shear strength of slender beams without shear reinforcement. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31760

Chicago Manual of Style (16th Edition):

Dassow, Nicholas Alan. “Effect of uniform load on the shear strength of slender beams without shear reinforcement.” 2014. Masters Thesis, University of Texas – Austin. Accessed April 21, 2021. http://hdl.handle.net/2152/31760.

MLA Handbook (7th Edition):

Dassow, Nicholas Alan. “Effect of uniform load on the shear strength of slender beams without shear reinforcement.” 2014. Web. 21 Apr 2021.

Vancouver:

Dassow NA. Effect of uniform load on the shear strength of slender beams without shear reinforcement. [Internet] [Masters thesis]. University of Texas – Austin; 2014. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/2152/31760.

Council of Science Editors:

Dassow NA. Effect of uniform load on the shear strength of slender beams without shear reinforcement. [Masters Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/31760


University of Kentucky

30. Studer, Ryan Paul. SHEAR STRENGTH OF WEB-TAPERED I-SHAPED MEMBERS.

Degree: 2012, University of Kentucky

 Plate girders are fabricated in situations where standard structural shapes do not possess the required strength necessary to carry applied loads. In many instances, plate… (more)

Subjects/Keywords: modified shear; ultimate shear strength; web buckling; shear contribution; strain gage; Civil Engineering; Engineering

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Studer, R. P. (2012). SHEAR STRENGTH OF WEB-TAPERED I-SHAPED MEMBERS. (Masters Thesis). University of Kentucky. Retrieved from https://uknowledge.uky.edu/ce_etds/1

Chicago Manual of Style (16th Edition):

Studer, Ryan Paul. “SHEAR STRENGTH OF WEB-TAPERED I-SHAPED MEMBERS.” 2012. Masters Thesis, University of Kentucky. Accessed April 21, 2021. https://uknowledge.uky.edu/ce_etds/1.

MLA Handbook (7th Edition):

Studer, Ryan Paul. “SHEAR STRENGTH OF WEB-TAPERED I-SHAPED MEMBERS.” 2012. Web. 21 Apr 2021.

Vancouver:

Studer RP. SHEAR STRENGTH OF WEB-TAPERED I-SHAPED MEMBERS. [Internet] [Masters thesis]. University of Kentucky; 2012. [cited 2021 Apr 21]. Available from: https://uknowledge.uky.edu/ce_etds/1.

Council of Science Editors:

Studer RP. SHEAR STRENGTH OF WEB-TAPERED I-SHAPED MEMBERS. [Masters Thesis]. University of Kentucky; 2012. Available from: https://uknowledge.uky.edu/ce_etds/1

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